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Actual deflections and temperatures in trial load arch dam
Construction of concrete-arch dam, 313 m max height, at Ariel, Wash; effect of cement content and manner and speed of construction on its thickness and resulting stresses; proportioning of concrete to secure minimum of setting-heat generation; heat generated in concrete and how it was dissipated; radial and tangential deflections of arch. (See also - n 5 May 1933 p 723-61; (discussions) n 7 Sept p 1204-6, n 8 Oct p 1354-7, n 9 Nov p 1455-60)
Actual deflections and temperatures in trial load arch dam
Construction of concrete-arch dam, 313 m max height, at Ariel, Wash; effect of cement content and manner and speed of construction on its thickness and resulting stresses; proportioning of concrete to secure minimum of setting-heat generation; heat generated in concrete and how it was dissipated; radial and tangential deflections of arch. (See also - n 5 May 1933 p 723-61; (discussions) n 7 Sept p 1204-6, n 8 Oct p 1354-7, n 9 Nov p 1455-60)
Actual deflections and temperatures in trial load arch dam
Am Soc Civ Engrs -- Proc
Larned, A.T. (author) / Merrill, W.S. (author)
1933
9 pages
Article (Journal)
English
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Actual deflections and temperatures in trial-load arch dam
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